Minutes of Proceedings of the Institution of Civil Engineers, Band 234Institution of Civil Engineers, 1933 Vols. 39-204 (1874/75-1916/17) have a section 3 containing "Abstracts of papers in foreign transactions and periodicals" (title varies); issued separately, 1919-37, as the institution's Engineering abstracts from the current periodical literature of engineering and applied science, published outside the United Kingdom. |
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Seite 396
... hammer - blow applied as a constant force at the centre of the bridge . ( 3 ) The impact allowance expressed as a ... hammer - blows are distant a from the two ends of the bridge respectively , the above formulas still apply , provided ...
... hammer - blow applied as a constant force at the centre of the bridge . ( 3 ) The impact allowance expressed as a ... hammer - blows are distant a from the two ends of the bridge respectively , the above formulas still apply , provided ...
Seite 438
... Hammer- Blow + Steam K - 1 2 REVOLUTIONS x Slipping Hammer Blow + Steam . o Running Conditions . 3 4 PER SECOND 5 load could be ignored . That assumption was rather surprising , and it would be of general interest if the Author would ...
... Hammer- Blow + Steam K - 1 2 REVOLUTIONS x Slipping Hammer Blow + Steam . o Running Conditions . 3 4 PER SECOND 5 load could be ignored . That assumption was rather surprising , and it would be of general interest if the Author would ...
Seite 441
... hammer - blows some- what larger than those giving the maximum vertical oscillations . But against that the effect ... blow ; but as long as locomotives were in existence which had hammer - blows of the order of 15 tons at 5 revolutions ...
... hammer - blows some- what larger than those giving the maximum vertical oscillations . But against that the effect ... blow ; but as long as locomotives were in existence which had hammer - blows of the order of 15 tons at 5 revolutions ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Transfer of Associate Members to the class of Members | 104 |
Discussion on the two foregoing Papers 3 cuts | 118 |
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Häufige Begriffe und Wortgruppen
Alfred Yarrow angle angle of repose attack Author B.Sc bridge C.E. VOL carried cement central deflection centre of pressure Civil Engineers coat coefficient Committee concrete considerable construction corrosion Council curve cylinders diameter Dugald Clerk effect Egmore electric equation experiments feet film force formula frequency friction gallons given granular material grout hammer-blow horizontal House of Lords impact Inst Institution iron jetty joints length lining load locomotive Lord Lord Macnaghten Madras material maximum metal method miles movement obtained occur oscillation oxide oxygen paint Paper pipe-line pipes placed plane of rupture Plate potassium chromate present pressure tunnel Professor protection purpose Railway retaining-walls rock rust sand scale Severn tunnel shaft society sodium hydroxide span springs square inch steel Steenbras stresses substations surface temperatures tests tons vertical wall wedge theory weight whilst William